Author: Hockley, C H
First published: N/A
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Hockley, C H
THE PRESIDENT introduced the Authors who then presented their paper and exhibited a model of part of the roof frame of the building.
THE problem of the simply-supported rectangular beam having a single circular hole is investigated for the case of bending with shear. An approximate mathematical analysis is presented along with the results of a photoelastic investigation. Results are also given for a rolled steel joist with a circular hole in its web from measurements with acoustic and electrical resistance strain gauges.
J. E. Gibson and W. M. Jenkins